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18-0306_LUCAS BUILDERS, INC._Designs PlansGENERAL NOTES: 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, T -RAIN IM ROV CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND s ORM D m PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION SURVEY AS NECESSARY TO COMPLETE THE PROJECT. m 6A I Rom 1 01 1 mi, onvAm U, 0 go W44 how 6!m7A&l W Illk lLw_,AWw7_mlq_ IIIIIII C&A 2 mill W79 m m ffoliall[T-11M go= STORM DRAIN GENERAL NOTES CONT: 23. CONCRETE SHALL BE 560-C-3250, 5 -INCH MAXIMUM SLUMP AND 560-B-3250 4 -INCH MAXIMUM SLUMP, BOTH AS PER STANDARD SPECIFICATIONS, SECTION 201. 24. ALL EXPOSED 'CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 25. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED PER ASTM A-123 AFTER FABRICATION. 26. ALL R.C.P. SHALL BE CAST OR CENTRIFUGALLY SPUN REINFORCED CONCRETE PIPE, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE STORM DRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF SAN JUAN CAPISTRANO STANDARD PLAN 700. 27. ALL CATCH BASINS SHALL BE LINED WITH FABRIC FILTERS IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. FILTER FABRIC TYPE AND MATERIAL SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. 28. ALL CATCH BASINS SHALL HAVE WEEP HOLES PER ORANGE COUNTY PUBLIC WORKS STANDARD PLANS. 29. ALL CATCH BASINS SHALL BE STENCILED "NO DUMPING - DRAINS TO OCEAN" PER APPROVED CITY STANDARD (CONTRACTOR TO PURCHASE CURB MARKERS ,FROM THE CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT). 30. ALL JUNCTION STRUCTURES SHALL BE TYPE VI, PER ORANGE COUNTY PUBLIC WORKS STANDARD PLAN 1315, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 31. EXTRA THICK R.C.P. AT FLOW LINE ONLY SHALL HAVE A MINIMUM 1%" THICK CLEARANCE FROM REINFORCING AT INVERT AND SHALL BE PLACED AS NOTED IN PROFILE. 32. PIPE BEDDING SHALL BE PER CITY OF SAN JUAN CAPISTRANO STANDARD PLAN 700. 33. STORM DRAIN PIPE LENGTHS INDICATED ARE HORIZONTAL PROJECTIONS ON CENTERLINE OF PIPE. CONTRACTOR SHALL BE RESPONSIBLE FOR EXTRA ACTUAL LENGTH BASED ON PIPE SLOPE AND ANGULAR INLETS. 34. ALL STREET SECTIONS LOCATED WITHIN 20 FEET OR LESS, FROM THE TOE OF A SLOPE OF 10' IN HEIGHT OR MORE SHALL BE SHOWN AND MARKED ON THE PLANS. THESE SECTIONS SHALL BE PROTECTED FROM UNDERGROUND' WATER SEEPAGE BY CUT-OFF SUBDRAIN BARRIERS IN ACCORDANCE WITH CITY STANDARD PLAN NO. 350. ANY DEVIATION TO DEVICE OR METHOD OF DRAINAGE SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER. 3*5. EXCAVATION AND RESURFACING OF STREETS, FOR LATERAL (PERPENDICULAR TO STREET) TRENCHES, SHALL BE PER CITY STANDARD 700. THE ENTIRE LANE WIDTHS, PARTIALLY OR FULLY AFFECTED BY SUCH TRENCHES OR EXCAVATIONS SHALL REQUIRE COLD WILLING AND AT MINIMUM, AN ASPHALTIC OVERLAY OF 0.1 FOOT IN DEPTH. ALL COLD MILLING AND OVERLAYING AND/OR OTHER STREET RESURFACING METHODS, SUCH AS SLURRY -SEALS, -IF APPROVED BY THE CITY ENGINEER, SHALL INCLUDE THE ENTIRE LENGTH OF THE EXCAVATION PLUS A THREE (3) FOOT EXTENSION PASSED THE LONGITUDINAL EDGES OF EACH CUT. 36. IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS ARE OBLITERATED BY CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE SAID STRIPING TO THE SATISFACTION OF THE CITY ENGINEER. 37. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE. 38. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN CAPISTRANO, ESPECIALLY SECTION 6-3.06(8), (C), (D), AND (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS. 39. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE -CONSTRUCTION PERIOD. 40. PER CITY COUNCIL POLICY 601, AN ARCHAEOLOGICAL MONITOR IS REQUIRED TO BE ON SITE DURING ALL EXCAVATION ACTIVITIES IN EXCESS OF 18 INCHES, UNLESS DETERMINED TO BE EXEMPT BY THE PLANNING DIRECTOR. A FINAL REPORT MUST BE PREPARED AND SUBMITTED TO THE ENGINEERING DIVISION WHEN MONITORING REQUIREMENTS OF THIS PROJECT ARE COMPLETE. ALL COSTS SHALL ,BE BORNE BY PERMITTEE. 41. PER CITY COUNCIL POLICY 505, NIGHT TIME CONSTRUCTION WORK WILL BE REQUIRED ON HEAVILY TRAVELED STREETS (IN NON-RESIDENTIAL NEIGHBORHOODS). REFER TO POLICY FOR AFFECTED STREETS. UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE TWO WORKING DAYS BEFORE YOU DIG IN 1r) d4ll CIP 12502 PROJECT LOCATION m 7. ESTIMATE OF QUANTITIES IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES AND VICINITY MAP UTILITIES CONTACTS: CONDITIONS AT THE SITE. PRIOR TO ANY EXCAVATION IN THE PUBLIC RIGHT-OF-WAY: 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING SOUTHERN CALIFORNIA GAS COMPANY CITY OF SAN JUAN CAPISTRANO 1919 S. STATE COLLEGE BLVD. AND MARKINGS, TRAFFIC SIGNAL EQUIPMENT (INCLUDING DETECTOR LOOPS), STRUCTURES, TREES, LANDSCAPING, STORM DRAIN GENERAL NOTES: ANAHEIM, CALIFORNIA 92806 IRRIGATION SYSTEMS, AND OTHER IMPROVEMENTS, AS A RESULT OF CONTRACTOR'S OPERATIONS AND WILL BE REQUIRED BRAD MORRISON (714) 634-3061 2. TELEPHONE AT&T TO REPAIR, REMODEL OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, THE ENGINEER OR UTILITY 950 W. WASHINGTON AVE., ROOM 203 COMPANY. 1. ALL WORK SHOWN ON THESE PLANS SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE STANDARD BOB FLEISHER (949) 480-6066 MCl/VERIZON BUSINESS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF SAN JUAN CAPISTRANO'S STANDARD PLANS, 9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS 1-5/ORTEGA INTERCHANGE STORM WATER ORANGE COUNTY PUBLIC WORKS (FORMERLY R&DMD) STANDARD PLANS, AND APWA STANDARD PLANS, ALL LATEST PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL 3. EDITIONS. SAN DIEGO GAS & ELECTRIC COMPANY z o THE PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 662 CAMINO DE LOS MARES, SD1421 SAN CLEMENTE, CA 92673 2. ALL WORK SHALL CONFORM TO THE STATE CONSTRUCTION SAFETY ORDERS. 4. 10. THE WORK SIDE EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, 29947 AVENIDA DE LAS BANDERAS THROUGHOUT THE CONSTRUCTION PERIOD. CONTRACTOR SHALL SWEEP THE' ENTIRE LENGTH OF STREETS BEING WORKED 3. ALL WORK SHALL CONFORM TO THE CITY OF SAN JUAN CAPISTRANO LAND USE MANAGEMENT CODE: CAM I N O CAPISTRANO, OFF RAMP-' CATCH BASIN PROJECT (CIP 12502) KRISTEN CAMUGLIA (949) 546-2480 ON WITHIN THE PROJECT LIMITS WITH A VACUUM/BRUSH TYPE SWEEPER DAILY. THIS REQUIREMENT DOES APPLY TO WATER & SEWER CITY OF SAN JUAN CAPISTRANO UTILITIES DEPARTMENT PORTIONS OF THE PROJECT AREA WHERE THE CONTRACTOR IS NOT WORKING. SITE SHALL ALSO BE CLEANED UPON 4. NO GRADING, IF APPLICABLE, SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING THE GRADING 0 REQUEST OF THE INSPECTOR. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE OF OFF THE PROJECT INSPECTOR. MIKE SMITH (949) 487-4311 6. SITE ALL EXCESS EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS SHALL BE RECYCLED PER SPECIFICATION. CITY OF SAN JUAN CAPISTRANO to DRAWN BY: ic PUBLIC WORKS DEPARTMENT AP15RMD RY-- 5. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMEE2EE- Mll FROM THE CITY OF SAN JUAN CAPISTRANO ENGINEERING -- 11. CONTRACTOR SHALL NOTIFY CITY FIRE (714) 744-0455, AND CITY POLICE DEPARTMENT (949) 770-6911, 72 HOURS DIVISION PRIOR TO COMMENCING EXCAVATION IN ANY PUBLIC RIGHT-OF-WAY. JAMES PRATHER (949) 443-6354 PRIOR TO THE START OF CONSTRUCTION. GEORGE ALV Z -RCE 25161 -ENV 12, f)ATF, CITY ENGINEER OF8 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING INSPECTOR AT (949) 443,76354 AT LEAST 24 HOURS PRIOR CHECKED BY: SN, 12, THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TO STARTING ANY CONSTRUCTION. lzi TIMES, AND THEY SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 7. PAVING PER THESE PLANS SHALL NOT COMMENCE UNTIL ALL UNDERGROUND WORK, IF ANY, IS COMPLETE. ALL 13. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS UTILITY SERVICE CONNECTIONS SHALL BE EXTENDED BEYOND THE ROADWAY RIGHT-OF-WAY. MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES. 8. ALL TRENCH BACKFILL SHALL BE TO THE SATISFACTION OF THE SOILS ENGINEER AND IN' ACCORDANCE WITH HIS/HER 14, LOCATION OF REMOVALS AND WIDTHS OF REMOVALS INDICATE SCOPE OF WORK AND ARE APPROXIMATE ONLY. ACTUAL RECOMMENDATIONS. REMOVALS SHALL BE COORDINATED WITH THE CITY INSPECTOR IN THE FIELD. 9. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE 15. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR PCC PAVING WHICH- OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF SAN SAN ARE BEING JOINED, OR MATCHED IN CONNECTION WITH THE PROJECT, SHALL BE JOINED, OR MATCHED IN A MANNER CAPISTRANO DOES NOT CONSTITUTE A REPRESENTATION AS TO ACCURACY OR COMPLETENESS OF THE LOCATION OR 0 SATISFACTORY TO THE ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, OR CAPPING. THE EXISTENCE OR NON-EXISTENCE OF ANY, UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. Ln THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF 16. WHEN CURB AND GUTTER AND/OR SIDEWALK SUB GRADE IS OVER CUT 1" OR LESS, THE SUB GRADE SHALL NOT BE RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL BACK FILLED AND THE CURB AND THE GUTTER OR SIDEWALK SHALL BE POURED TO A THICKER SECTION DIRECTLY ONTO LOCATION AND ELEVATIONS IN THE FIELD. < THE OVER CUT SUB GRADE. WHEN CURB AND GUTTER AND/OR SIDEWALK SUB GRADE IS OVER CUT IN EXCESS OF 1 c1li I THE SUB GRADE SHALL BE BROUGHT BACK TO PROPER LEVEL WITH CLASS 2 AGGREGATE BASE WATERED AND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGNS, DEVICES, LIGHTS AND 0 Ln COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE. FLAGMEN IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 17. PRIOR TO APPROVAL OF IMPROVEMENTS BY THE ENGINEERING DIVISION AND ACCEPTANCE BY THE CITY, CENTERLINE n �5 MONUMENTS SHALL BE SET AT ALL POINTS OF INTERSECTING STREETS, BEGINNING OF CURVES, POINTS OF REVERSE 1.1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL AND MATERIAL TESTS. CURVE, END OF CURVES, CENTER OF CUL-DE-SACS AND ANY OTHER POINTS DESIGNATED BY THE ENGINEER. TIES TO Q) MONUMENTS SHALL BE SET WITHIN 90 DAYS AFTER COMPLETION OF IMPROVEMENTS AND COPY OF SAID TIES SHALL BE 12. REPORTS OF COMPACTION WITHIN THE TRAVELED WAY OF ALL STREETS SHALL BE SUBMITTED TO AND APPROVED BY u� FURNISHED TO THE ENGINEER. THE CITY ENGINEER PRIOR TO PLACING ANY IMPROVEMENTS. 18. MONUMENTATION: A LICENSED LAND SURVEYOR IS REQUIRED TO SET NEW MONUMENTATION AND/OR RE-ESTABLISHED 13. THE DESIGN CIVIL ENGINEER, IN CONJUNCTION WITH THE CONTRACTOR, SHALL VERIFY THE FLOW LINE OF EXISTING ANY DAMAGED OR DESTROYED MONUMENTATION DURING CONSTRUCTION/EXCAVATION IN THE CITY RIGHT-OF-WAY, STRUCTURES IN THE FIELD AGAINST THE CONTROL PROVIDED, PRIOR TO CONSTRUCTION OF ANY MANHOLES OR ANY MONUMENTS AND CORNER RECORDS SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION AND FILED WITH THE UPSTREAM STORM DRAIN. IF THE EXISTING FLOW LINE VARIES FROM THE PLANNED ELEVATION BY MORE THAN COUNTY SURVEYOR IN COMPLIANCE WITH AB 141 AND SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. 00.10 FEET, THE DESIGN ENGINEER SHALL ADJUST THE GRADES BETWEEN THE JUNCTURE AND THE NEXT UPSTREAM MANHOLE. 19. REVISIONS SHALL NOT BE MADE TO THESE PLANS, WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. Q) 14. ANY TRENCH CUTS EXCEEDING 5 FEET IN DEPTH SHALL REQUIRE A PERMIT FROM THE CALIFORNIA STATE Q) = 20. THE CONTRACTOR SHALL OBTAIN A CITY OF SAN JUAN CAPISTRANO ENCROACHMENT PERMIT FOR THE CONSTRUCTION DEPARTMENT OF INDUSTRIAL SAFETY. Cf) OF THE PROJECT. AS PART OF THAT PERMIT, THE CONTRACTOR WILL BE REQUIRED TO ADHERE TO THE STANDARD (D ENCROACHMENT CONDITIONS INCLUDED IN THE SPECIFICATIONS OR PROVIDED AT THE TIME OF PERMIT ISSUANCE. 1`5. ALL PAVING REMOVAL SHALL BE SAW CUT AT THE CITY ENGINEER'S DIRECTION, MINIMUM DEPTH OF CUT - 1 INCHES. 0 21. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE CONSTRUCTION PERIOD. 16. ALL REGULATORY SIGNS SHALL BE PLACED WITHIN 24 HOURS AFTER CURB RETURNS HAVE BEEN CONSTRUCTED IN THE LOCATIONS SHOWN ON THESE PLANS. 22. CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS, ASPHALT AND ANY OTHER MATERIAL FROM ENTERING THE STORM DRAIN OR ANY RECEIVING WATER. ALL STORM DRAIN INLETS SHALL BE COVERED WITH GEOFABRIC AND GRAVEL BAGS. 17. ALL GRADING OPERATIONS, WHEN APPLICABLE, INCLUDING REQUIRED SUBDRAINS, SHALL BE PERFORMED AND 0 INSTALLED ACCORDING TO THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT BY N LA FOR 23. IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS AND MARKERS ARE OBLITERATED BY CONSTRUCTION, IT N LA DATED NLA OR ANY OTHER SUBSEQUENT REPORTS THEREAFTER. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE SAID STRIPING, MARKINGS, AND MARKERS. 18. PAVEMENT WHICH DOES NOT JOIN OTHER PAVEMENT OR BUILT UP AGAINST CONCRETE CURBS OR CUTTERS SHALL 244 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGNS, DEVICES, LIGHTS AND HAVE A 2 -INCH X 6 -INCH REDWOOD HEADER LEFT IN PLACE. FLAGMEN IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 19. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TRAFFIC SIGNS WHERE APPLICABLE. 25. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TRAFFIC SIGNS WHERE APPLICABLE. 20. FOR DETOURS AND STREET CLOSURES, CONTRACTOR SHALL NOTIFY CITY ENGINEER (949) 443-6351, ORANGE 0 COUNTY SHERIFFS DEPARTMENT (834-6005), AND ORANGE COUNTY FIRE AUTHORITY (831-0872) AT LEAST 72 HOUR 0 (D 26. FOR ALL DETOURS AND STREET CLOSURES, THE CONTRACTOR SHALL NOTIFY THE CITY/TRAFFIC ENGINEER (949) PRIOR TO STREET CLOSURE OR DETOUR. 443-6351, ORANGE COUNTY SHERIFF'S DEPARTMENT (949) 443-6371 AND ORANGE COUNTY FIRE AUTHORITY (714) 831-0872, AT LEAST 72 HOURS PRIOR TO STREET CLOSURE OR DETOUR. 21. WHERE GROUND WATER IS ENCOUNTERED DURING TRENCHING AND/OR EXCAVATION, A MINIMUM OF 1 FOOT OF NO. 2 ROCK SHALL BE 'PLACED BENEATH ANY PIPE TO THE SATISFACTION OF THE CITY ENGINEER. 0 27. MAINTAIN 4' MINIMUM CLEAR SIDEWALK WIDTH AT ALL OBSTRUCTIONS. 22. STATIONING REFERS TO CENTERLINE OF CONDUITS UNLESS OTHERWISE NOTED. 28. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL PEDESTRIANS BE WHERE THE CONTRACTOR IS NOT WORKING. SITE SHALL ALSO BE CLEANED DIRECTED INTO A VEHICULAR LANE. UPON THE REQUEST OF THE INSPECTOR. THE CONTRACTOR SHALL IMMEDIATELY UNUSUALLY EXTREME CONDITIONS, SUCH AS SANTA ANA WIND CONDITIONS. 29. NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT-OF-WAY. 30. A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES. THE CONTRACTOR SHALL PROVIDE SAID PLAN FOR REVIEW AND APPROVAL BY THE TRAFFIC ENGINEER PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORK o IN THE RIGHT-OF-WAY. THE COST OF SAID PLANS SHALL BE BORNE BY THE CONTRACTOR. 31, INGRESS AND EGRESS TO EXISTING ESTABLISHMENTS SHALL BE KEPT OPEN (AS APPLICABLE) TO THE SATISFACTION OF THE CITY ENGINEER. 32. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNER OF THE ADJACENT PROPERTIES, AND SUBMITTING A NOTARIZED COPY THEREOF TO. THE CITY ENGINEERING DIVISION. 33. ISSUANCE OF A PERMIT FROM THE ENGINEERING DIVISION AND/OR BUILDING DIVISION DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER CITY REGULATORY DIVISIONS/DEPARTMENTS OR AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. cn 0 34. "AS BUILT" MYLAR DRAWINGS AND DIGITAL COPIES (IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF SAN JUAN CAPISTRANO DIGITAL SUBMISSION STANDARDS), SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS IN ACCORDANCE WITH APPROVED REVISIONS, TO THE SATISFACTION OF THE CITY ENGINEER 3/16/2017 10:03 AM ffoliall[T-11M go= STORM DRAIN GENERAL NOTES CONT: 23. CONCRETE SHALL BE 560-C-3250, 5 -INCH MAXIMUM SLUMP AND 560-B-3250 4 -INCH MAXIMUM SLUMP, BOTH AS PER STANDARD SPECIFICATIONS, SECTION 201. 24. ALL EXPOSED 'CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 25. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED PER ASTM A-123 AFTER FABRICATION. 26. ALL R.C.P. SHALL BE CAST OR CENTRIFUGALLY SPUN REINFORCED CONCRETE PIPE, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE STORM DRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF SAN JUAN CAPISTRANO STANDARD PLAN 700. 27. ALL CATCH BASINS SHALL BE LINED WITH FABRIC FILTERS IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. FILTER FABRIC TYPE AND MATERIAL SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. 28. ALL CATCH BASINS SHALL HAVE WEEP HOLES PER ORANGE COUNTY PUBLIC WORKS STANDARD PLANS. 29. ALL CATCH BASINS SHALL BE STENCILED "NO DUMPING - DRAINS TO OCEAN" PER APPROVED CITY STANDARD (CONTRACTOR TO PURCHASE CURB MARKERS ,FROM THE CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT). 30. ALL JUNCTION STRUCTURES SHALL BE TYPE VI, PER ORANGE COUNTY PUBLIC WORKS STANDARD PLAN 1315, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 31. EXTRA THICK R.C.P. AT FLOW LINE ONLY SHALL HAVE A MINIMUM 1%" THICK CLEARANCE FROM REINFORCING AT INVERT AND SHALL BE PLACED AS NOTED IN PROFILE. 32. PIPE BEDDING SHALL BE PER CITY OF SAN JUAN CAPISTRANO STANDARD PLAN 700. 33. STORM DRAIN PIPE LENGTHS INDICATED ARE HORIZONTAL PROJECTIONS ON CENTERLINE OF PIPE. CONTRACTOR SHALL BE RESPONSIBLE FOR EXTRA ACTUAL LENGTH BASED ON PIPE SLOPE AND ANGULAR INLETS. 34. ALL STREET SECTIONS LOCATED WITHIN 20 FEET OR LESS, FROM THE TOE OF A SLOPE OF 10' IN HEIGHT OR MORE SHALL BE SHOWN AND MARKED ON THE PLANS. THESE SECTIONS SHALL BE PROTECTED FROM UNDERGROUND' WATER SEEPAGE BY CUT-OFF SUBDRAIN BARRIERS IN ACCORDANCE WITH CITY STANDARD PLAN NO. 350. ANY DEVIATION TO DEVICE OR METHOD OF DRAINAGE SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER. 3*5. EXCAVATION AND RESURFACING OF STREETS, FOR LATERAL (PERPENDICULAR TO STREET) TRENCHES, SHALL BE PER CITY STANDARD 700. THE ENTIRE LANE WIDTHS, PARTIALLY OR FULLY AFFECTED BY SUCH TRENCHES OR EXCAVATIONS SHALL REQUIRE COLD WILLING AND AT MINIMUM, AN ASPHALTIC OVERLAY OF 0.1 FOOT IN DEPTH. ALL COLD MILLING AND OVERLAYING AND/OR OTHER STREET RESURFACING METHODS, SUCH AS SLURRY -SEALS, -IF APPROVED BY THE CITY ENGINEER, SHALL INCLUDE THE ENTIRE LENGTH OF THE EXCAVATION PLUS A THREE (3) FOOT EXTENSION PASSED THE LONGITUDINAL EDGES OF EACH CUT. 36. IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS ARE OBLITERATED BY CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE SAID STRIPING TO THE SATISFACTION OF THE CITY ENGINEER. 37. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE. 38. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN CAPISTRANO, ESPECIALLY SECTION 6-3.06(8), (C), (D), AND (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS. 39. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE -CONSTRUCTION PERIOD. 40. PER CITY COUNCIL POLICY 601, AN ARCHAEOLOGICAL MONITOR IS REQUIRED TO BE ON SITE DURING ALL EXCAVATION ACTIVITIES IN EXCESS OF 18 INCHES, UNLESS DETERMINED TO BE EXEMPT BY THE PLANNING DIRECTOR. A FINAL REPORT MUST BE PREPARED AND SUBMITTED TO THE ENGINEERING DIVISION WHEN MONITORING REQUIREMENTS OF THIS PROJECT ARE COMPLETE. ALL COSTS SHALL ,BE BORNE BY PERMITTEE. 41. PER CITY COUNCIL POLICY 505, NIGHT TIME CONSTRUCTION WORK WILL BE REQUIRED ON HEAVILY TRAVELED STREETS (IN NON-RESIDENTIAL NEIGHBORHOODS). REFER TO POLICY FOR AFFECTED STREETS. UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE TWO WORKING DAYS BEFORE YOU DIG IN 1r) d4ll CIP 12502 PROJECT LOCATION m VICINITY MAP UTILITIES CONTACTS: NOTE: CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION IN THE PUBLIC RIGHT-OF-WAY: 1. -GAS SOUTHERN CALIFORNIA GAS COMPANY CITY OF SAN JUAN CAPISTRANO 1919 S. STATE COLLEGE BLVD. PUBLIC WORKS AND UTILITIES DEPARTMENT' ANAHEIM, CALIFORNIA 92806 BRAD MORRISON (714) 634-3061 2. TELEPHONE AT&T 950 W. WASHINGTON AVE., ROOM 203 ESCONDIDO, CALIFORNIA 92025 STORM DRAIN IMPROVEMENT PLAN BOB FLEISHER (949) 480-6066 MCl/VERIZON BUSINESS 157 S. LILAC AVENUE Y) 1-5/ORTEGA INTERCHANGE STORM WATER RIALTO, CALIFORNIA 92376 DAN GARDEN (909) 421-3316 3. POWER, SAN DIEGO GAS & ELECTRIC COMPANY z o TREATMENT, PROJECT {CIP 16502) 662 CAMINO DE LOS MARES, SD1421 SAN CLEMENTE, CA 92673 STEVE CAMPBELL (949) 361-8080 4. CABLE T.V. COX COMMUNICATIONS, INC. 29947 AVENIDA DE LAS BANDERAS RANCHO SANTA MARGARITA, CA 92688 CAM I N O CAPISTRANO, OFF RAMP-' CATCH BASIN PROJECT (CIP 12502) KRISTEN CAMUGLIA (949) 546-2480 5. WATER & SEWER CITY OF SAN JUAN CAPISTRANO UTILITIES DEPARTMENT 32450 PASEO ADELANTO 0 SAN JUAN CAPISTRANO, CA 92675 MIKE SMITH (949) 487-4311 6. STORM DRAIN CITY OF SAN JUAN CAPISTRANO to DRAWN BY: ic PUBLIC WORKS DEPARTMENT AP15RMD RY-- MEET 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 JAMES PRATHER (949) 443-6354 CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS AND UTILITIES DEPARTMENT' STORM DRAIN IMPROVEMENT PLAN Y) 1-5/ORTEGA INTERCHANGE STORM WATER z o z o TREATMENT, PROJECT {CIP 16502) AND 0 CAM I N O CAPISTRANO, OFF RAMP-' CATCH BASIN PROJECT (CIP 12502) C4 Z 0 to DRAWN BY: ic DEMGNED BY: ic AP15RMD RY-- MEET GEORGE ALV Z -RCE 25161 -ENV 12, f)ATF, CITY ENGINEER OF8 Nam �FIECRRT) ET SN CHECKED BY: SN, lzi LOCATION NO. 1 0 0 n I cn w U cv Q0 _c cry 0 r-) 0 Q_L_ W _0 0 :2 cv 0 1 Q0 0 Q_ 0 U D - D c: 0 0 U Point Table -or v Ni n - g i Description 31 6130651.96 1 L21 51 25144.f 613064 out•moillm-we"m - i r f Iffem SB 1-5 ON RAMP 0, ' "a, + (77) L ®_._ SB -5 OFF RAMP KEY MAP L EX R/W LOCATION NO. 3 14VIL0. * CONTRACTOR TO VERIFY VERTICAL ELEVATION PRIOR TO CONSTRUCTION. ** CHAIN LINK FENCE POSTS SHALL BE INSTALLED BEHIND STORMWATER TREATMENT UNIT. 10 5 0 10 20 'RrAl F IN FFFT /25/2017 6:02 AM (77)_ __ + LOCATION NO. 2 SCALE: 1"=10' (SEE SHEET NO. 4 FOR MWS DETAILS) w LOCATION NO'.'-' 3 SCALE: 1"=10' (SEE SHEET NO. 4 FOR MWS DETAILS) CONSTRUCTION NOTES: ISP PROTECT IN PLACE. DESCRIPTION PER PLAN. (D—SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL. 1� 2 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. 3 SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC PARKWAY CULVERT AND SPILLWAY. (S)_CONSTRUCT 5" AC PAVEMENT (PG 64-10) OVER 15" CRUSHED MISCELLANIOUS BASE (CMB) OVER COMPACTED NATIVE (95% RELATIVE). (D—CONSTRUCT TYPE C-6 PCC CURB AND GUTTER PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 301. CONSTRUCT PCC SIDEWALK (S=4'-4-) PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 330. ($)-------CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER SPPWC STD DWG NO. 313-3, G)_ FURNISH AND INSTALL MODULAR WETLANDS LINEAR SYSTEM (MODEL NUMBER PER PLAN) OR APPROVED EQUAL. 10 FURNISH AND INSTALL DVERT TROUGH (LENGTH PER PLAN) BY MODULAR WETLANDS OR APPROVED EQUAL IN EXISTING CATCH BASIN PER TYPICAL DETAILS ON SHEET NO. 5. 11 CONSTRUCT 8- PVC (SDR 35 OR EQUAL) DRAIN PIPE, WITH FITTING PER PLAN. @—CONSTRUCT JUNCTION STRUCTURE IN EXISTING RCP PER SPPWC STD DWG NO. 331-3. @— 13 MODIFY EXISTING LANDSCAPING AND IRRIGATION AS DIRECTED BY THE ENGINEER. REGRADE SLOPE TO MATCH EXISTING SLOPE. 14 SAWCUT AND REMOVE PORTION OF EXISTING DRAINAGE PIPE (SIZE AND TYPE PER PLAN). @_ 15 REMOVE EXISTING MANHOLE STRUCTURE. 16 CONSTRUCT 18" RCP (D-1250) WITH BEDDING PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804. @ CONSTRUCT CURB OPENING (W PER PLAN) ONLY PER SPPWC STD DWG NO. 300-3. 18 FURNISH AND INSTALL PRECAST CONCRETE TYPE A FLARED END SEC11ON PER CALTRANS STD PLAN NO. D94B. 19 CONSTRUCT 12" HDPE DRAIN PIPE WITH FITTINGS PER PLAN AND BEDDING PER CITY OF SAN JUAN CAPISTRANO, STD PLAN NO. 804. 20 REMOVE INTERFERING PORTION OF CHAIN LINK FENCE DURING CONSTRUCTION AND, REPLACE IN-KIND UPON COMPLETION OF CONSTRUCTION. 21 CONSTRUCT PCC COLLAR PER SPPWC STD DWG NO. 380-4. 22 CONSTRUCT RCB TO RCB TRANSITION PER SPPWC STD DWG NO. 341-2 AND JOIN MODULAR WETLANDS UNIT. LENGTH OF TRANSITION AND SIZE OF DOWNSTREAM RCB PER PLAN. 23 CONSTRUCT 450-C-2000 MIX CONCRETE BEDDING. 24 CONSTRUCT 6' WIDE BY 6' LONG BY 33" THICK LOOSE RIPRAP NTH FILTER FABRIC AND GRAVEL BEDDING PER OCPW -STD PLAN NO, 1809. 80CHMARK BENCHMARK NO.: OC NO. F-785 ELEVATION: 75.717 NAVD88 (1991 LEVELED) DESCRIPTION: DESCRIBED BY OCS 2003 - FOUND 3 3\4' US COAST AND GEODETIC SURVEY BRONZED DISK STAMPED *F 785 1946% SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT. MONUMENT IS LOCATED IN THE SOUTHWESTERLY CORNER OF THE ATCHINSO\TOPEKA AND SANTA FE RAILWAY OVERCROSSING OF SAN MATEO CREEK, 69 FT. NORTHERLY ALONG THE RAILWAY FROM THE CENTERLINE OF THE INTERSTATE 5 FREEWAY SOUTHBOUND ONRAMP AT CAMINO CAPISTRANO PROLONGED TO THE WEST AND 150 +/- WESTERLY FROM THE CENTERLINE OF CAMINO CAPISTRANO. MONUMENT IS SET 2.0 FT. BELOW THE TRACKS. THE BEARINGS SHOWN ARE ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 4379 AND STATION GPS NO. 4372 BEING NORTH 49*51'04* EAST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. MONUMENT NO. NORTHING EASTING 4379 2123225.57 6128837.96 4372 2125334.95 6131338.60 DATUM STATEMENT: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE A, 1983 NAD (2007.00 EPOCH OCS GPS ADJUSTMENT) ' NO. 36943 ' EXP. 06130/18 � / V \ �i/_ CITY OF SAN JUAN CAPISTRANO log PUBUC WORMI AM U71XMS DWARIM&bff STORM DRAIN IMPROVEMENT PLAN CAMINO CAPISTRANO OFF -RAMP CATCH BASINS PROJECT (CIP 12502) CNC2121 ALTON PARKWAY, SUITE 200 IRVINE, CA 92606 PHONE (949) 863-0588 E N G I N E E R I N G FAX (949) 863-0589 Consulting Civil Engineers Land Surveyors 36943 03/09/2017 Shahal• RCE# Date AE Cx�! U4D M [WWWO)AW TdE Z995-114-tk0- E 400el-31 SN LOCATION NO. 1 PROFILE. SCALE: H:1"=10', V:1"=5' 16( 10 '00 �00 1420 LOCATION NO. 3 PROFILE SCALE: H:1"=10', V:1"=5' 3/16/2017 6:30 AM CONSTRUCTION NOTES: PROTECT IN PLACE. DESCRIPTION PER PLAN. a-SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. a-SAWCUT AND REMOVE EXISTING PCC SIDEWALK. Gy SAWCUT AND REMOVE EXISTING PCC PARKWAY CULVERT AND SPILLWAY. (D -CONSTRUCT 5" AC PAVEMENT (PG 64-10) OVER 15" CRUSHED MISCELLANIOUS BASE (CMB) OVER COMPACTED NATIVE (915% RELATIVE). (DCONSTRUCTTYPE C-6 PCC CURB AND GUTTER PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 301, 0 -CONSTRUCT PCC SIDEWALK (S=4'-4-) PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 330. CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER SPPWC STD DWG NO. 313-3. FURNISH AND INSTALL MODULAR WETLANDS LINEAR SYSTEM (MODEL NUMBER PER PLAN) OR APPROVED EQUAL. 10 FURNISH AND INSTALL DVERT TROUGH (LENGTH PER PLAN) BY MODULAR WETLANDS OR APPROVED EQUAL IN EXISTING CATCH BASIN PER TYPICAL DETAILS ON SHEET NO. 5. 11a- CONSTRUCT 8- PVC (SDR 35 OR EQUAL) DRAIN PIPE WITH FITTING PER PLAN. 12 CONSTRUCT JUNCTION STRUCTURE IN EXISTING RCP PER SPPWC .STD DWG NO. 331-3. 13 MODIFY EXISTING LANDSCAPING AND IRRIGATION AS 'DIRECTED BY THE ENGINEER. REGRADE SLOPE TO MATCH EXISTING SLOPE., 8__SAWCUT AND REMOVE PORTION OF EXISTING DRAINAGE PIPE (SIZE AND TYPE PER PLAN). 15 REMOVE EXISTING MANHOLE STRUCTURE. 16 CONSTRUCT 18- RCP (D-1250) WITH BEDDING PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804. 17 CONSTRUCT CURB OPENING (W PER PLAN) ONLY PER SPPWC STD DWG NO. 300-3. 18 FURNISH AND INSTALL PRECAST CONCRETE TYPE A FLARED END' SECTION PER CALTRANS STD PLAN NO. D94B. 19 CONSTRUCT 12" HDPE DRAIN PIPE WITH FITTINGS PER PLAN AND BEDDING PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804. 20 REMOVE INTERFERING PORTION OF CHAIN LINK FENCE DURING CONSTRUCTION AND REPLACE IN-KIND UPON COMPLE11ON OF CONSTRUCTION. 21 CONSTRUCT PCC COLLAR PER SPPWC STD DWG NO. 380-4. 22 CONSTRUCT RCB TO RCB TRANSITION PER SPPWC STD DWG NO. 341-2 AND JOIN MODULAR WETLANDS UNIT: LENGTH OF TRANSITION AND SIZE OF DOWNSTREAM ,RCB PER PLAN. @-CONSTRUCT 450-C-2000 MIX CONCRETE BEDDING. 24 CONSTRUCT 6' WIDE BY 6' LONG BY 33" THICK LOOSE RIPRAP WITH FILTER FABRIC AND GRAVEL BEDDING PER OCPW STD PLAN NO. 1809. SITE SPECIFIC DATA PROJECT MME 1986 - 1-5 CAMINO CAPISTRANO PROJECT LOCATION SAN JUAN CAPISTRANO, 04 STRUCTURE ID NO. 1 1. TREATMENT REQUIRED CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND VOLUME BASED (CF) FLOW BASED (CFS) 0.23 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - F APPLICABLE APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE FLOW -BY PIPE DATA I.E. MATERIAL DIAMETER DIAMETER INLET PIPE 1 73.03 J' -4"X 80 INLET PIPE 2 8' INLET PIPE 2 -0 -0.Oi RCP s "'hitt OUTLET PIPE 72.76 HDPE 12" RIM ELEVATION 77.02 PRETREATMENT BIORLTRA77ON 77.02 DISCHARGE RIM ELEVATION 76.89 76.89 FRAME & COVER 4'x6.5' HINGED 76.89 SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER 030"(2) 30"X48" THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY 024 WETLANDMEDIA VOLUME (CY) MM/fw f 780 WETLANDMEDIA DELIVERY METHOD 2. TBD ORIFICE SIZE (DIA. INCHES) 6'16" 01.49" TBD NOTES: PRELIMINARY NOT FOR CONSTRUCTION. PEAK FLOW IS S -BY CONDITIONS. J.N:6CF , IN FLOW -------- INSTALLATION NOTES 1.. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER RECOMMENDS A MINIMUM 60 LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6 DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N070. 2 ALL DIMENSIONS, ELEVATIONS SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO C, AYGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. I SITE SPECIFIC DATA PROJECT NAME 1986 - 1-5 CAMINO CAPISTRANO PROJECT LOCATION SAN JUAN CAPISTRANO, CA STRUCTURE ID NO. J 1. TREATMENT REQUIRED CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND VOLUME BASED (CF) FLOW BASED (CFS) 0.05 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - F APPLICABLE APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 1.4 PIPE DATA GE. MATERIAL MATERIAL DIAMETER INLET PIPE 1 75.25 RCB 73.03 J' -4"X 80 INLET PIPE 2 8' INLET PIPE 2 -0 -0.Oi RCP s "'hitt 18" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 77.02 7702 BIOFILTRATION 77.02 SURFACE LOAD H2O DIRECT N/A 50"t I NIA FRAME & COVER 4'x6.5' HINGED NIA SURFACE LOAD NIA WETLANDMEDIA VOLUME (CY) X6 78D WETLANDMEDIA DELIVERY METHOD MANUFACTURERS CONTRACT THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY TBD ORIFICE SIZE (DIA. INCHES) MM/fw f 780 NOTES.• PRELIMINARY NOT FOR CONS7RUCTION. 2. .9.4 6'16" 01.49" 6' PIPE 6 4'-0" 6" Sff ) VO TES RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 71=6"- 5=O` (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY ELEVA TION VIEW RIGHT END VIEW MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL PRE rRE, 4 TMEN TIDISCHA ROE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 4. 6�40 MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PIPES. AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS LOCATION Wt\\\,.11,1 irk il Mik I F 6 NO. 3, 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODWr DESOMM MW BE 5. PIPES. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO TREATMENT FLOW (CFS) 0.050 W NOWBON CONTAM W 7W DMOW IS 7W SME MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS OPERATING HEAD (FT) 2.3 PS0ADUY OF AWAN 00AWS SMM MY HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 4.301816, ADA70 FORM 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. PRETREATMENT LOADING RATE (GPM/SF) 1.8 GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 7W PRODUCT DiSCROM MY BE PROPRIETARY AND CONFIDENTIAL.: MWS -L -4 -6.5 -V -UG 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO FROIECTM BY ONE OR AOORE OF PZ ra, D U L A R CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7W FOUNM US PATENTS.' 7.425.262; 747m- 7 674,378- W WORNMY COWM0 N DMW 6 W SOLE FROAMff OF NO Kn#IDS SWW MY 711ZZZ1111Z% 0 01% 11WIZZWYJ AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PE FORM PZWODUM #V PART OR AS A WHOLE WM0VT VE *RM STANDARD DETAIL PATENT•S PATENTSa? OHO PATENTSPWW P&W" OF #M#VS SWW IS P060 w ModularWetlands.com I f855) SMOD-WET INSTALLATION NOTES 1.. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER RECOMMENDS A MINIMUM 60 LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6 DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N070. 2 ALL DIMENSIONS, ELEVATIONS SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO C, AYGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. I SITE SPECIFIC DATA PROJECT NAME 1986 - 1-5 CAMINO CAPISTRANO PROJECT LOCATION SAN JUAN CAPISTRANO, CA STRUCTURE ID NO. J 1. TREATMENT REQUIRED CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND VOLUME BASED (CF) FLOW BASED (CFS) 0.05 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - F APPLICABLE APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 1.4 PIPE DATA GE. MATERIAL MATERIAL DIAMETER INLET PIPE 1 75.25 RCB 73.03 J' -4"X 80 INLET PIPE 2 8' INLET PIPE 2 OUTLET PIPE 72.70 RCP s "'hitt 18" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 77.02 7702 BIOFILTRATION 77.02 SURFACE LOAD H2O DIRECT N/A MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN NIA FRAME & COVER 4'x6.5' HINGED NIA SURFACE LOAD NIA WETLANDMEDIA VOLUME (CY) X6 78D WETLANDMEDIA DELIVERY METHOD MANUFACTURERS CONTRACT THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY TBD ORIFICE SIZE (DIA. INCHES) MM/fw f 780 NOTES.• PRELIMINARY NOT FOR CONS7RUCTION. HATCH &.A6A.W01#1%.01W W#A6VV 71 � 77 - INU: cr CIL RCB OPENING 110 . . . . . . .... ..... ......... CIL MANHOLE Ow it T I RISER L :L j FIGHT END VIEW t1 r INSTALLATION NOTES PROJECT NAME 1986 - 1-5 CAMINO CAPISTRANO PROJECT LOCATION SAN JUAN CAPISTRANO, CA STRUCTURE ID NO. 2 1. 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND VOLUME BASED (CF) FLOW BASED (CFS) 0.10 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE OVERT PIPE DATA INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND MATERIAL DIAMETER INLET PIPE 1 73.03 CPEP OLflZ•.ET PIPE 8' INLET PIPE 2 SEE A107ES MERANOMED14 BED s "'hitt APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 71.91, -p 8" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVA17ON MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN 76.16 76.16 SURFACE LOAD PARKWAY PARKWAY X6 FRAME & COVER Own MANUFACTURERS CONTRACT THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY WETLANDMEDIA VOLUME (CY) MM/fw f 1.60 WETLANDMEDIA DELIVERY METHOD 2. UNIT MUST BE I INSTALLED ON LEVEL BASE. MANUFACTURER 6'16" 01.49" 6' PIPE 6 4'-0" 6" Sff ) VO TES RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 71=6"- 5=O` (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY ELEVA TION VIEW RIGHT END VIEW MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL PRE rRE, 4 TMEN TIDISCHA ROE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PIPES. AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS LOCATION 6 NO. 3, 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODWr DESOMM MW BE 5. PIPES. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO TREATMENT FLOW (CFS) 0.050 W NOWBON CONTAM W 7W DMOW IS 7W SME MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS OPERATING HEAD (FT) 2.3 PS0ADUY OF AWAN 00AWS SMM MY HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 4.301816, ADA70 FORM 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. PRETREATMENT LOADING RATE (GPM/SF) 1.8 GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 7W PRODUCT DiSCROM MY BE PROPRIETARY AND CONFIDENTIAL.: MWS -L -4 -6.5 -V -UG 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO FROIECTM BY ONE OR AOORE OF PZ ra, D U L A R CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7W FOUNM US PATENTS.' 7.425.262; 747m- 7 674,378- W WORNMY COWM0 N DMW 6 W SOLE FROAMff OF NO Kn#IDS SWW MY o ETLANM STORMINATER B10FILTRATION SYSTEM AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PE FORM PZWODUM #V PART OR AS A WHOLE WM0VT VE *RM STANDARD DETAIL PATENT•S PATENTSa? OHO PATENTSPWW P&W" OF #M#VS SWW IS P060 w ModularWetlands.com I f855) SMOD-WET ,5/-lb/2U]/ b:�-1 AM SITE SPECIFIC DATA PROJECT NAME 1986 - 1-5 CAMINO CAPISTRANO PROJECT LOCATION SAN JUAN CAPISTRANO, CA STRUCTURE ID NO. 2 1. TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.10 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE OVERT PIPE DATA IE MATERIAL DIAMETER INLET PIPE 1 73.03 CPEP OLflZ•.ET PIPE 8' INLET PIPE 2 SEE A107ES MERANOMED14 BED s "'hitt OUTLET PIPE 71.91, CPSP 8" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVA17ON 76.16 76.16 76.16 SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER Own Ai, THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY WETLANDMEDIA VOLUME (CY) MM/fw 1.60 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA INCHES) 01.49" NOTES PRELIMINARY, NOT FOR CONSTRUCTION PIPE 6' LEFT END VIEW BIOFILTRATION J RIGHT END VIEW PRETREATMENT/DISCHARGE LOCATION NO, 2 =I a4 CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS AM UTILITIES DEPARIWPM STORM DRAIN IMPROVEMENT PLAN CAMINO, CAPISTRANO OFF -RAMP CATCH BASINS PROJECT 0(CIP 12502) Z FM9 PREPM13 BY: 0 2121 ALTON PARKWAY, SUITE 200. A H IRVINE, CA 92606 C -NC PHONE (949) 863-0588 E N G I N E E R I N G FAX (949) 863-0589 Consulting Civil Engineers Land Surveyors 36943 03/09/2017 Shahab Nazarie, P.E. RCE# Date DRAWN BY: DDESIGNED-BY: APPROVED BY: SHEET ic ic - 4 CHECKED BY:HEC KED BY: 2- 4 OF8 dE-0RZfE' ALVAP91--RCE. jF0N-1VF'12/31/11 DAT z SN SN CITY ENGINEER - INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 3t It 'n R0117ENMD MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN C L . OLflZ•.ET PIPE 1' MIN VOID AREA SEE A107ES MERANOMED14 BED s "'hitt ill 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER ifF E01 L PRE -RL T& UNDERORNN THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY Qo MM/fw i' it m • +--f--INUT PIPE J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE Sff ) VO TES PLAN VIEW (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 9'4' MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS ELEVA TION VIEW AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING 6' LEFT END VIEW BIOFILTRATION J RIGHT END VIEW PRETREATMENT/DISCHARGE LOCATION NO, 2 =I a4 CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS AM UTILITIES DEPARIWPM STORM DRAIN IMPROVEMENT PLAN CAMINO, CAPISTRANO OFF -RAMP CATCH BASINS PROJECT 0(CIP 12502) Z FM9 PREPM13 BY: 0 2121 ALTON PARKWAY, SUITE 200. A H IRVINE, CA 92606 C -NC PHONE (949) 863-0588 E N G I N E E R I N G FAX (949) 863-0589 Consulting Civil Engineers Land Surveyors 36943 03/09/2017 Shahab Nazarie, P.E. RCE# Date DRAWN BY: DDESIGNED-BY: APPROVED BY: SHEET ic ic - 4 CHECKED BY:HEC KED BY: 2- 4 OF8 dE-0RZfE' ALVAP91--RCE. jF0N-1VF'12/31/11 DAT z SN SN CITY ENGINEER - INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 3t It 'n MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MANUFACTURERS CONTRACTy. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK 84SE UNLESS SPECIFIED BY L THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY Qo PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE 6" -8' ON (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 9'4' MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS ELEVA TION VIEW AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES.* CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6 DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODWr DESOMM MW BE PROPRIETARY AND CONFIDENTIAL; 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROIEC70 BY OW OR MORE OF W MOMW 15 PAnWM' W NOWBON CONTAM W 7W DMOW IS 7W SME CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7425,= 7470362; 7674,378 PS0ADUY OF AWAN 00AWS SMM MY AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 4.301816, ADA70 FORM RDIRODUMVIV N PART OR AS A #NOW WHOM ME #R7MV PAWS OR 07H MMM PMW POWMON OF MOMM KX4WS SMEW IS PRaMM. 6' LEFT END VIEW BIOFILTRATION J RIGHT END VIEW PRETREATMENT/DISCHARGE LOCATION NO, 2 =I a4 CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS AM UTILITIES DEPARIWPM STORM DRAIN IMPROVEMENT PLAN CAMINO, CAPISTRANO OFF -RAMP CATCH BASINS PROJECT 0(CIP 12502) Z FM9 PREPM13 BY: 0 2121 ALTON PARKWAY, SUITE 200. A H IRVINE, CA 92606 C -NC PHONE (949) 863-0588 E N G I N E E R I N G FAX (949) 863-0589 Consulting Civil Engineers Land Surveyors 36943 03/09/2017 Shahab Nazarie, P.E. RCE# Date DRAWN BY: DDESIGNED-BY: APPROVED BY: SHEET ic ic - 4 CHECKED BY:HEC KED BY: 2- 4 OF8 dE-0RZfE' ALVAP91--RCE. jF0N-1VF'12/31/11 DAT z SN SN CITY ENGINEER - i MODULAR S TA NDA MODULAR WETLAND DVERT Tm MODULAR WATER QUALITY LOW FLOW DIVERSION 0. 00 TC TROUGH SYSTEM ---- rs s j TCH BASIN PER PLA NS SUPPLIED BY OTHERS OPENING PER PLANS - —L.VV lC 8" PVC —2.25 /E /N 8' PVC ) �] 1\ —4.13 /E OUT 8" PVC 4.401 /E /N IE OUT 8' PVC PER PLAN �-� j ' MlN TYP/CAL EL E VA TION VIE W DVER M O D U L A R. `�+fETLANDS MODULAR WATER; QUALITY DIVERSION. WEIR SYSTEM' _T CURB TYPE CATCH BASIN CURB TYPE CATCH BASIN e' MANHOLE COVER MANHOLE COVER CURB �ENJNc TROUGH END VIEW s PIPLi E 0m mum' 0 0 S=O.Of 0 MIN c� V INV PER PLAN . -------__t_. TRoucMjPJPE FLOW RATE TROUGH START 11VV ----------------•' INV PER PLA'—LIMITS OF OP71ONAt pff Sm Dm (hxhw) o CURB INLET WINGco Q) PEAK FLOW OUTLET PROFILE - CATCH BASIN LOCATION MAY VARY SECTION VIEW WALL OF CATCH BASIN 10" WIDE X 8" HIGH MANHOLE COVER (NEW OR EXISTING) BIAXIAL FIBERGLASS DIVERSION TROUGH PEAK FLOW = .74 CFS 8" PIPE 8" PIPE o TO WATER - QUALITY UNIT : ` - i to' VAM CURB OPENING TROUGH ISOMETRIC VIEW S=0.010 (MIN) DRAWINGS NOT TO SCALE TOP VIEW - CATCH BASIN PATENT PENDING P1' ,�.��� X11 k; C `� S .D1S INC� NAME ; DATE 11 ilfflix____ _ ___... DVERT DRAWN SYSTEM l S f1 L_' � ;�fi� v � _S. �a.i c,su a�wJ�> ar s mor EDITED l ____ - ___ _--- --- L TRQUGH M BE CONNECTED TO CUNCRETE BELOW CURB ['ENING USING '�F; RI T,,RY A', NPI, ]N FID FNTI,^L ill` x 1-112' 316 STAINLESS STEEL SPIKE MUS HEAD DRIVE ANCH[IRS ������ 'w al� iN :?1S _ _. __ _ SPACED 1.2' ON CENTER DIRAWIMG SIE S_. E PRITF Y M> DU AR `d t 'AN' S LS M� IS"1h�f r 2, USE DAP CONCRETE WATERTIGHT FILLER &SEALANT TO SEAL SEAM BETWEEN P Pk 1)1; N PR'A� A WH E MWS—DVT--1 -- FIBERGLASS WEIR & CONCRETE WALL OF CATCH BASIN, tY I ET THE RI ' , E [-,Y S ;N ..I" MOIR _'>�2 1v i �HPd JYSTm S IV, [ 21t,.3 STA7tC t�'ii0 (.} s 5AfETY (ACTOR 2 �RAIE c c� 0 U 7) c 0 3 L U 0 N C I Q 8� a C D cn , 0 c> 3/16/2017 6:49 AM 11 MODULAR WETLAND SYSTEMS - LINEAR 2. S TA NDA 1 ♦ I t ourLEr PIPE STORM ORA/N MAIN PIPE YA IN PIPE D rrr w,=wmm Ima " 10W ROW "IM o N SON I—MWS UNIT PIPE Ox ���■ CLW ME WCH ♦l"E# PER ,u . ,: STORY1 �,MA IN PIPE �—CVRR OPENING' -INLET PIPE DI/ERT SYSTEM 1 W MWS uNir INLET PIPE DVERT SYSTEM OPENING ---I $ • • 08- p IfEUW WAT T f MW SM Mil �TXhV 94Y VARY PLO THIS PLAN IS FOR REFERENCE PURPOSES ONLY., o CITY OF SAN JUAN CAPISTRANO PUBLIC (WORKS AND UTILITIES DEPARTMENT STORM DRAIN IMPROVEMENT P -LAN CAMINO* CAPISTRANO OFF -RAMP., Y) CATCH BASINS PROJECT o GIP 12502 H Q S a 2121 ALTON PARKWAY, SUITE 200 a H W IRVINE, CA 92606 PHONE (949) 863-0588 W E N G I N E E R I N G FAX (949) 863-0589 Consulting Civil Engineers Land Surveyors 36943- 03/09/2017 Shahab Nazarie, P.E. RCE# Bate DRAWN Q . DESIGNED BY: APPROVEDBY: SHEET 04 is is CH BY: CHECKED BY; 5 °F 8 0. ® GEORGE EZ -RCE 2x161 12/31/11 DATE . Z SRI SN CITY ENGI EER . I� II (� CE R ` AISir' gA93 FORMER 96 W f /' LIP6 4- SCE 7.53 97.1 ; SO .42 EXIST. SCE 9.7 N,ELECTRICAL CONDUITS - SA SAW CUT LINE ---''� SAW -CUT LINE '' �- '- .. - T P Xgg7. 3 97 29 97.2 Irl., 97 24 .: 97. LIP9 .8O !. S IRR ONTROL B t'�f�CROL BOX IRR CONTROL BOX L 97 20:. 7. �?gBW ,� 1 `_' SPE SVI -' BW �- ✓" '� r~ �- --' BOT,CE SCE 96.60 / .z 97. 097.10 _---�' "81N• 9..:,13 BW .9,/'u ��' BW 97 6\ 97.,99 916.66 -J, BW SSE. .- ,--' SCSI97..33. ��765:.':. FL96.5 - -- -77� �.. LIP �.F . 8'H Sp ��� -- LIP97 9 6.61 BOT 6. � ��' �f� 6 , . .:.. � ����y� � 6 RB &GUTTER �- LI P FL TC97.422 -- gg qq. FL96.80 96.57 96.39 C 1 TF�96: 0 �L.IP97.03 TC96.8 I �L��.� TC97,1 FL96.18 j FL96.26 LIP96.96 f IP96,5 LIP _ __ - .-.----------s1n---------w---- 96.54 1 _-- EXIST. - --- GT BASIN ! ! I IC 111 II 1 r _--------------------- POST- WRQ -- --- - - ansr. ss' RCP -.- ------------"---" - - - - --------------------- \ , OBIS \ a. _ f _ 318.26' \ \\ _ 4 IF -PORTION 6F'�. LOCAL DEPRESSION CANNOT BE S36'5549"W PROTECTED IN PLACE FOR CONSTRUCTION OF THE PIPE, SAWCUT AND r �� \ REMOVE INTERFERING PORTION AND RECONSTRUCT TO MATCH EXISTING - USING DOWELS TO TIE TO REMAINING PORTION OF LOCAL DEPRESSION \ \ AND CATCH BASIN.__- CURB & GUTTER B C 7 \ LfP98.0L 1 LONE TC98.24 1 \ \ \ SaW_CU-T 54 1 FL97 1 \ \ Rin' -' \ LIP97. 7 - TC97 91- f. 1 LIP97.05 TC97 66 I IPq7. BW j \ \ TC97.44 FL 6,8 g7 5 FL97 0 LIP96. 8 ����� � ���.�_�� � >,����� ---'. 98:85 LIP96,7 \ \ FL96.6 T s y TC96.80 gg77 8 LI 97,f£ 4 LIP96. 6 ��. Axa t SAW -CUT LINE FL96.2 LIP C9 1 (� TC �'a«. o x��€. x ��` ?�' � .. Y 4 :� � � pis �,"`2c ° �fs � C'�'-' IOW gg gg k: F g 96.4 �L9.29 PtP96 \ 3 LIP LIP FL 90,24, WALK 1 /*C971.18 SL TC96.79 .. Mei SD �'• ��¢�, � 98.07 . FL / 96.09 WALK wN . w... '..: rK .. 97: SCE SCE jj ST LT - j F _ I. SL 7.97 SL 98.06 98.04 --- -"` 95.9 FS . F 96.80 97 1. ' SL BW 97.85 9 -� - --T -- e 92.34 S SCE6 97.8 97. OSCE BW:. E3W978 BW 5L SCE 98.00 -- .97 TC FL 6. 97 27 1W a 97.49 7.58 SL 97.77 96.849 .20 IRR CONTROL .WALT : ;*9L 4 SL 97.77 96.93 ?::97:00 EXIST. 6 97.78 FL96��3 CATCH SIN EXIST. SDG&E AND AT&T CONDUITS TO BE TC g`6 WALK.. B -W .K 97.15 RELOCATED BY UTILITY OWNERS. STREET LIGHT 96.90 TC ` WALK 96 g6 9:4 CONDUIT TO BE RELOCATED BY CONTRACTOR 96.27 F WALK 96. B TOP K 96.8 97.11x F •� FDC 96.849 WA K �. BW 70 \ Fg\C 97.68 9 .8 97.12 B0 9 .3 BW B T _ \ BW 96.99 9 .4 FL BW 96,93 96, ? P X6.88 91.88 << EXISTING TOPOGRIMPHY 10, ,a 20' i 1 DEMOLITION AND REMOVAL PLAN GRAPHIC SCALE. 1//=io` SCALE. 1"-10' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES, EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 'F(27 IJ o, 4261'5 EXP. 3-31-18 CIUII.��� F OF AIRF 4 w� SPRING ST. ORTEGA HWY � Q 5 ' YORBA ST. z n Q U O w o w a PROD CT LOCATION .- 1 DEL OBISPO ST, Cv VICINITY MAP N.T.S. CONSTRUCTION NOTES AND QUANTITIES: 11 - SAWCUT AND REMOVE EXISTING CONCRETE CURB & GUTTER. $? LF SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. 272 5F PROTECT IN PLACE INDICATES EXTENT OF REMOVAL AND RE-CONCTRUCTION FOR BENCH MARK B.C.M. IN CONCRETE POST NORTHWEST CORNER ORTEGA HIGHWAY AND CAMINO REAL 27.00' Nf0 NORTH CURB ORTEGA HIGHWAY AND 10.00' WEST OF WEST CURB CAMINO REAL O.C.S. B.M. V-784 ELEVATION 122.470 (1976 ADJ.) BASIS BEARING IHE BEARIN OF ii • i 1' THE CENTERLINE OF ! CAPISTRANO AS SHOWNON • !• PER OR. ii NOTE: BASIS OF y'SHOWN IMPROVEMENTABOVE ARE PER DEL OBISBO STREET 36"' STROM DRAIN PLANS MS11165i y 1 TC ELEVATION OF 97.10 AS SHOWNON i' ' !• • i. CATCH BASIN AT } 19+29.86 ON !'. SIDE OF DEL OBISPO STREET ON :i USED AS BENCH MARK FOR PURPOSEOF PLANS. NOTICE TO CONTRACTOR: CONTRACTOR SHALL DOCUMENT HORIZONTAL AND VERTICAL LOCATION OF EXIS11NG CURB AND ,GUTTER WITHIN AND i BEYOND PROJECT"RIO TO DEMOLITION ANi UTILIZE THIS INFORMATION i. RECONSTRUC11ON OF .B # GUTTER LOCAL DEPRESSION , ! , CATCH BASIN. FINISHED TOP OF CURB AND FLOW LINE ELEVATION AND ALIGNMENT SHALL MATCH THE CONDITIONS PRIOR TO DEMOLITION. NOTE: IF PORTION OF EXIST. LOCAL DEPRESSION CANNOT BE ����+ ­,I)ET PROTECTED IN PLACE FOR CONSTRUCTION OF THE PIPE, SAWCUT AND REMOVE INTERFERING PORTION AND OBI�:)r_ 0 RECONSTRUCT TO MATCH EXISTING USING DOWELS TO TIE TO�J1 REMAINING PORTION OF LOCAL DEPRESSION AND CATCH BASIN. 5 4' 0 43U' 9q 926TH 8" ptpE " PIPE 93.4710?13 !B I (34.95MY 92 92.56N4 133 9-7 .81"TC 13 � 10 co 10 97.1 EDGE OF EXIST. (97.53)'TC -7.59-TC GUTTER 3.5 G 71 13 95.231 N 96.70)t L c1b." (±92.0),INV EXIST. 18" RCP -T ;51 00 1(97.34 TC CURE FACE .95.34FL WM WM' 'WM: 9542FL. 194.90INV. -TROUGH 7.93FS 4 94.85INV. 9 7_58) RI M- EXIST-' 6 ( 12 92.56INV. CATCH BASIN BASIN 12v12x8 - �50INV. 97.71 FS 8 EXIST. SDG&E AND AT&T CONDUITS TO BE RELOCATED BY UTILITY OWNERS. STREET LIGHT C Ell BACK OF WALK -92.53INV. MWS-L-4-19-V-UGONDUIT TO BE RELOCATED BY CONTRACTOR M WS=2. SCALE: 1 "=5' 3 OOtNV PIPE013 f IRA -By gg _BACK OF WALK 51 2.5' ci 51 10, GRAPHIC SCALE. 1'=5' CONSTRUCTION NOTES AND QUANTITIES:- SAWCUT AND REMOVE EXISTING AC PAVEMENT PER CITY OF SAN JUAN CAPISTRANOSTD PLAN No. 700. REPLACE IN KIND 54 SF CONSTRUCT CONCRETE SIDEWALK PER CITY OF SAN JUAN CAPISTRANO STD PLAN No. 330. 272 SF CONSTRUCT CONCRETE CURB & GUTTER, TYPE C-8, PER CITY OF SAN JUAN CAPISTRANO STD PLAN No. 301. 54 LF PROTECT IN PLACE (D- CORE EXIST. CATCH BASIN. WALL AND INSTALL PVC, PIPE CONNEC11ON 2 EA INSTALL MODULAR WETLAND PER MANUFACTURER'S SPECIFICATION 3 EA INSTALL MODULAR WATER QUALITY DIVERSION SYSTEM (DVERT) PER MANUFACTURER'S SPECIFICATION (SEE SHEET 5) 2 EA 10 INSTALL 8" PVC (SCH. 40) PIPE 74 LF 11 INSTALL 12- PVC (SCH. 40) PIPE 5 LF INSTALL PVC TEE 2 EA 13 INSTALL 8"-90* BEND 4 EA OF L rT 'C�Wf-- No. 42615 * \ EXP. 3-31-18 / * n C IV Cl �" �O�F_C� it Z_�� �94, N lz BENCH MARK B.C.M. IN CONCRETE POST NORTHWEST CORNER ORTEGA HIGHWAY AND CAMINO REAL 27.00' N/O NORTH CURB ORTEGA HIGHWAY AND 10.00' WEST OF WEST CURB CAMINO REAL O.C.S. B.M. V-784 ELEVATION 122.470 (1976 ADJ.) BASIS OF BEARING THE BEARING OF N 00' 59' 03" E FOR THE CENTERLINE OF CAMINO CAPISTRANO AS SHOWN ON R.S. 79-1109 PER OR. 100/36 NOTE: BENCH MARK AND BASIS OF BEARING SHOWN ABOVE ARE PER DEL OBISBO STREET 36" STROM DRAIN IMPROVEMENT PLANS MS11165 (014320) TC ELEVATION OF 97.10 AS SHOWN ON NORTHEASTERLY CORNER OF CATCH BASIN AT STA. 19+29.86 ON NORTH SIDE OF DEL OBISPO STREET ON ABOVE PLANS IS USED AS BENCH MARK FOR THE PURPOSE OF THESE PLANS. NOTICE TO CONTRACTOR: CONTRACTOR SHALL DOCUMENT HO RIZONTAL AND VERTICAL LOCATION OF EXISTING CURB AND GUTTER WTHIN AND 10 BEYOND PROJECT LIMITS PRIOR TO DEMOLITION AND UTILIZE THIS INFORMA11ON FOR RECONSTRUCTION OF THE CURB AND GUTTER LOCAL DEPRESSION AND CATCH BASIN. FINISHED TOP OF CURB AND FLOW LINE ELEVATION AND ALIGNMENT SHALL MATCH THE CONDITIONS PRIOR TO DEMOLITION. SITE SPECIFIC DATA PROJECT NAME PROJECT NAME 1987 - DEL OBISPO OR7FG4 IFC PROJECT LOCATION SAN JUAN CAPISTRANO, CA STRUCTURE ID TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) TREATMENT REQUIRED TREATMENT HGL AVAILABLE (FT) VOLUME BASED (CF) FLOW BASED (CFS) DVERT a 115 TREATMENT NGL AVAILABLE (f T) -MA7ER14L DIAMETER PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE DVERT PIPE DATA 1.E. MATERIAL DIAMETER INLET PIPE 1 94.77 Pyc 8" INLET PIPE 2 12" MANUFACTURER TO PROVIDE ALL U47ERIALS UNLESS OTHERWISE NO70 PRETREATMENT OUTLET PIPE 91.90 PVC 8" PLAN PRETREATMENT 810FILM477ON DISCHARGE RIM ELEVA77ON SEE PLAN VIEW SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER 030" 3'x3' N/A WETLANDMEDM VOLUME (CY) RIGHT END VIEW 2.11 WE7ZANDMEDM DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DiA. INCHES) 01.53° NOTES.• PRELIMINARY, NOT FOR CONSTRUCTION SIDEWALK 1 ■ . i 0.r ���i11I11�.•;,�� � .�r �� IIIA Omu,.. SEE •r + IMH' RPE ■ �.11� �t 4'R711 a ■ � p i w x ■yklr�ter� �gp{4 , y llll r1Y�15i'rriY�r ^�^ � t+7'/ i` ALK sff *offs /////.I:lflf/////i►//f1/// INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND 7HE MANUFACTURERS SPECIRCA770015, UNLESS OTHERWISE STATED IN MANUFACRARERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED 34SE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH), INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED W47ER 77GHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG PIPES 5. C0N7R4C70R RESPONSIBLE FOR INSTAUA77ON OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES 70 MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6 DRIP OR SPRAY IRRIGA77ON REQUIRED ON ALL UN17S WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2 ALL DIMENSIONS, ELEVATIONS, SPECIRCA77ONS AND C4PACI77ES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER Sx. 9 =0' E VA77ON at, a n' LEFT VDwWEW rwr� f,r, SITE SPECIFIC DATA PROJECT NAME 1'987 - DEL OBISPO ORTEGA 11C PROJECT LOCATION SAN JUAN CAPISTRANO, CA STRUCTURE ID TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.205 TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE DVERT PIPE DATA IE -MA7ER14L DIAMETER INLET PIPE 1 93.83 PVC 12" INLET PIPE 2 6. DRIP OR SPRAY IRRIGA77ON REQUIRED ON ALL UNITS WITH VEGETA77ON OUTLET PIPE 92.50 PVC 12" MANUFACTURER TO PROVIDE ALL U47ERIALS UNLESS OTHERWISE NO70 PRETREATMENT 81ORLTR4770N DISCHARGE RIM ELEVA77ON SEE PLAN VIEW SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER r13O" (2) 2.5 X4 024 WETLANDMED14 INDUSTRIAL BLEND VOLUME (CY) 5.11 WETI.ANDMEDIA INDUSTRIAL DELIVERY, METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 02.1.3" NOTES PRELIMINARY, NOT FOR CONSTRUCTION. DRAIN DOWN LINES INLET CIL r •• r CARTRIDGE A+�.��,�i.�►if.��rinicri .�sfi�►.rrr��ii.E.����i �i,�/.././s�.//f�/f//J////f/ all 9 La . MIf1% ./C .. .,� .sk ' ..•.�.Y� ..,� �.s�'x`Fc -- ..�,<��i ".,�IQ 1lII1/I/r, " ■ T r �•� �� ; � r. rr - r. rr► rr � r r e e y r `z 4 s i1I i t INSTALLATION NOTES AROUND PIPES SHALL BE SEALED WATER 77GHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNEC77ON DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNEC77ON STANDARDS e I CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG PIPES 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH RNISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGA77ON REQUIRED ON ALL UNITS WITH VEGETA77ON INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND, APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THEIISCHARGE GENERAL NOTES ' -0-100 10" 4'-0" MANUFACTURER TO PROVIDE ALL U47ERIALS UNLESS OTHERWISE NO70 IW PROWT DEXRM 94Y 0E � 2. 8I0FIL7RA77ON PRETREATMENT £ PRPRacVUY MANUFACTURERS SPECIFIC'A77ONS, UNLESS OTHERWISE STATED IN 74,2, 7,470,3ft 8 4374- � W£11 SM36 MIS�'TF� AND ACCESSORIES PLEASE CONTACT MANUFACTURER 8M X816,• SUN AMM MANUFACTURERS CONTRACT. CHAMBER 4" CHAMBER 4" CHAMBER PATENS 0R 011#8 PA700 PRAW POMMM 0f Mo01XAR KnAWS S*IW 6 PROHOW RIGHT END VIEW 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIRED BY THE PROJECT ENGINEER. CONTRACTOR 1S RESPONSIBLE TO VERIFY 20=-O" PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. ELENA TION VIEW (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PLAN FOR R PURPOSES MWS-2 7REA7YENT FLOW (CFS) a 2o5 OPERATING HEAD (FT) 2.9 PRE7707MENT LOADING RATE (GPMISF) 1.8 WETTANDMEDIA INDUSTRIAL LOADING RATE (GPM/SF) 1.0 MWS -L -4 -19 -V -UG © D u L A RSTORMWA TER 81OFILTRA TION SYSTEM x t r STANDARD DETAIL AROUND PIPES SHALL BE SEALED WATER 77GHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNEC77ON DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNEC77ON STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG PIPES 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH RNISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGA77ON REQUIRED ON ALL UNITS WITH VEGETA77ON GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL U47ERIALS UNLESS OTHERWISE NO70 IW PROWT DEXRM 94Y 0E PROPRIETARY AND CONFIDENTIAL: 2. ALL DIMENSIONS, ELEVA77ONS, SPECIRIC477ONS AND G4PAC177ES ARE SUBJECT TO SMD BY ONE OR MORE OF US MOM £ PRPRacVUY CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS' 74,2, 7,470,3ft 8 4374- � W£11 SM36 MIS�'TF� AND ACCESSORIES PLEASE CONTACT MANUFACTURER 8M X816,• SUN AMM RDNODWrOV N PART OR AS A WOE M1 HOUT nW WMEN PATENS 0R 011#8 PA700 PRAW POMMM 0f Mo01XAR KnAWS S*IW 6 PROHOW PLAN FOR R PURPOSES MWS-2 7REA7YENT FLOW (CFS) a 2o5 OPERATING HEAD (FT) 2.9 PRE7707MENT LOADING RATE (GPMISF) 1.8 WETTANDMEDIA INDUSTRIAL LOADING RATE (GPM/SF) 1.0 MWS -L -4 -19 -V -UG © D u L A RSTORMWA TER 81OFILTRA TION SYSTEM x t r STANDARD DETAIL